FRANKLIN BLVD over MORRISON CREEK
Map
Coordinates:
+38.49149, -121.4567038°29'29" N, 121°27'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FRANKLIN BLVD over MORRISON CREEK |
Structure number: | 24C0113 |
Location: | 0.3 MI S OF FLORIN RD |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 20.7 ft. [6.3 m] |
Total length: | 84.0 ft. [25.6 m] |
Roadway width between curbs: | 83.0 ft. [25.3 m] |
Deck width edge-to-edge: | 99.1 ft. [30.2 m] |
Skew angle: | 14° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1955 |
Year reconstructed: | 1971 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 4 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 27,036 [as of 2008] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 92.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Good | Good | 27036 | 92.3 |
April 2016 | Good | Very Good | Very Good | Good | 27036 | 92.3 |
June 2014 | Good | Very Good | Very Good | Good | 29386 | 92.0 |
April 2012 | Fair | Satisfactory | Good | Satisfactory | 29386 | 81.9 |
October 2010 | Fair | Satisfactory | Good | Satisfactory | 24000 | 92.6 |
June 2008 | Fair | Satisfactory | Good | Satisfactory | 24000 | 92.6 |
April 2006 | Fair | Satisfactory | Good | Satisfactory | 24000 | 91.8 |
May 2004 | Fair | Satisfactory | Good | Satisfactory | 30950 | 91.1 |
March 2003 | Fair | Fair | Satisfactory | Good | 30950 | 90.1 |
June 2002 | Fair | Fair | Satisfactory | Good | 30950 | 90.1 |
August 1998 | Good | Good | Good | Good | 30950 | 91.1 |
August 1992 | Fair | Satisfactory | Good | Good | 30950 | 91.5 |
March 1990 | Fair | Satisfactory | Good | Good | 30950 | 91.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Column | each | 27 | 8 | 19 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 71 | 71 | 0 | 0 | 0 |
Steel Pile | each | 14 | 0 | 12 | 2 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 83 | 83 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 51 | 50 | 0 | 1 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 773 | 747 | 26 | 0 | 0 |
Wearing Surfaces | sq. ft. | 648 | 161 | 486 | 1 | 0 |